Site work and paving for a mixed-use development in Shawano, Wisconsin. Completed plans call for site work for a road / highway; sidewalk / parking lot; water / sewer project; for paving for a road / highway; and sidewalk / parking lot.

ESTIMATE OF QUANTITIES 1,160 LF of Sanitary Sewer w/ Manholes 1,160 LF of Watermain w/ Valves 8 EA Sanitary Laterals & 8 EA Water Services 1,340 LF of Storm Sewer w/ Catch Basins 3,470 LF of Concrete Curb and Gutter 17,000 SF of Concrete Sidewalk/Driveway 6,700 SY of HMA Pavement 5 Blocks of Street Grading & Lawn Restoration Question Deadline 12/15/2025 To receive consideration, such questions shall be submitted in writing to the OWNER at least seven (7) days prior to the advertised date for receipt of bids. (1) Furnish and place all signs, barricades and drums necessary to properly control traffic during construction. (2) Install erosion control devices (inlet protection) as required prior to construction. (3) Saw-cut all pavements prior to removal for butt joints with new pavement. Pulverize, remove, haul and stockpile existing asphalt pavement and base course as designated by the Engineer / Owner. Remove existing concrete pavements as necessary to install utility improvements and construct street improvements. Properly dispose of all removed clean concrete at the Shawano Landfill on Rusch Road (M-F 7am - 3pm). Salvaged pulverized pavement and base may be hauled and stockpiled at the snow storage area behind the parking lot on the north side of the 100 block of Elizabeth Street or the Shawano Landfill. (4) Remove and properly dispose of all existing manholes, sewer mains, and laterals designated to be removed. Install sanitary sewer, storm sewer and all appurtenances in accordance with the plans and specifications. Connect existing sewers to remain to new manholes. Install new sanitary laterals from the new main to the property line. Reconnect to existing laterals at the property line. Furnish and properly install tracer wire. Backfill and compact excavated areas. All cost involved in stone bedding material, DEWATERING, or temporary pumping flow control, etc., shall be considered incidental and shall be the Contractors sole responsibility. (5) Remove and properly dispose of all existing watermain, water services, valves and hydrants designated to be removed. Install watermain and all appurtenances in accordance with the plans and specifications. Connect existing watermain (to remain) to new watermain. Install new water services from the new main to the property line, install new water service shut-off and connect to existing water service. Furnish and properly install tracer wire. Backfill and compact excavated areas. The Contractor shall assume responsibility for issues related to temporary service connection or reconnection of the water service. (6) Remove and replace, all concrete sidewalks, driveways and curb & gutter designated to be removed and replaced as shown on the plans. Properly dispose of all removed concrete sidewalks, driveways, and curb & gutter at the Shawano Landfill on Rusch Road. (7) Excavate any excess material from streets as shown on the plans as designated to be removed. Haul excess material to the clean fill site at the Shawano Landfill or to a designated area within the City limits as directed by the engineer. Compact and proof roll subgrade as necessary for assurance of solid street foundation. (8) Place geotextile grid with required overlaps on the prepared subgrade as shown on the plans and/or directed by the engineer. (9) Load, haul, place, and compact salvaged asphaltic pavement (3"-5" compacted thickness) from the snow storage site and crushed concrete base course (4"-6" thickness) from the landfill over prepared subgrade on project streets to achieve a total compacted base course thickness as shown on the typical section for street construction. (10) Fine grade base course for asphalt paving. Any soft street areas shall be brought to the attention of the engineer for examination and determnination of possible excavation of soft area prior to paving. Adjust all manhole castings and valve boxes to match new pavement elevations. Finish street grading shall be completed prior to final adjustment of manhole castings and valve boxes. Furnish, place and compact hot mix asphalt (HMA) pavement, in two (2) courses, over properly prepared base course. (11) Site restore disturbed street areas with pulverized topsoil, fertilize, seed and mulch for restablishment of urban grass lawn. Proper compaction of the topsoil and seed-to-soil contact shall be performed to a finished elevation of the new adjacent street sidewalks, curbs and driveways. The contractor shall be responsible for successful establishment of vegetation (grass), in all of the disturbed areas. (12) Perform site clean-up and remove traffic control. The City of Shawano requires Bidders to be pre-qualified for this project in accordance with the Wisconsin Statues 66.29(2). Qualifications shall be emailed to mpleshek@cityofshawano.com at the DPW office not less than 5 working days prior to the bid deadline. Bid Bond shall be forfeited to the City as liquidated damages The City of Shawano Common Council reserves the right to reject any and all bids, waive any informalities in bidding, or to accept the bid which best serves the interest of the City. No bid shall be withdrawn for a period of thirty (30) days after the scheduled opening of bids without the consent of the City.